MC-Bauchemie Oxal VP I T

MC-BAUCHEMIEAuthorised distributor

MC-Bauchemie Oxal VP I T

A trass-lime-cement injection grout engineered to consolidate natural stone and heritage masonry without the stiffness that cracks it.

BrandMC-BauchemieCategoryGrouts & AnchorsFormA one-component, trass-lime-cement based grouting and injection glue — chloride-free, low-shrinkage, and formulated…

What is it?

A one-component, trass-lime-cement based grouting and injection glue — chloride-free, low-shrinkage, and formulated with a very low E-modulus so it stays mechanically compatible with old stone and lime masonry rather than behaving like a rigid modern cement grout.

Where is it used?

Natural stone, mixed and multi-layered masonry that sees occasional (non-permanent) water saturation — heritage forts and havelis, stone temples, old rubble-masonry retaining walls, and coarse- or mixed-grained masonry floors needing stabilisation.

Why use it?

Its low stiffness (5,800 N/mm² dynamic E-modulus) and sulphate-resisting, chloride-free binder let it fill cavities and consolidate old masonry without the fresh cracking and metal-corrosion risk that ordinary OPC injection grouts can introduce into heritage fabric.

How is it applied?

Mixed in a pan or forced-action mixer at 30 kg powder to 13–14 litres of water, kept in constant motion by stirring or pumping, and injected into pre-cleaned cavities through packers or hoses using a worm pump at a maximum of 5 bar, all within the roughly 60-minute working time.

About MC-Bauchemie Oxal VP I T

Oxal VP I T is best understood by what it deliberately does not try to be. Most injection grouts on the market are straight ordinary Portland cement (OPC) suspensions, chosen because they are cheap, fast-setting and strong. Oxal VP I T trades some of that strength for compatibility — it is built on a trass-lime-cement binder, where trass is a natural volcanic pozzolan that reacts with lime to form a mellower, more breathable binder chemistry closer to the traditional lime and pozzolanic mortars that historic stone and mixed masonry were actually built with. The result is a one-component, chloride-free grouting and injection glue with good flowability and a very low dynamic E-modulus (5,800 N/mm² at 28 days) — soft enough, relative to rigid OPC grout, to move with the natural stone and old masonry around it rather than fighting it.

For Space Arc’s clients across Delhi NCR and pan-India, that distinction matters most on heritage forts, havelis, stone temples, old load-bearing rubble-masonry walls and multi-layered facades where consolidation, not raw strength, is the job. Injecting a hard modern grout into a soft, centuries-old lime-and-stone wall routinely backfires — the stiff grout core takes all the load, shrinks slightly as it cures, and opens fresh cracks at the grout-to-stone interface that weren’t there before the “repair.” Oxal VP I T’s trass-lime-cement system, sulphate-resisting binder (per EN 197 part 1) and mortar-class M5 strength (per EN 998 part 2) are calibrated instead for filling cavities and voids, stabilising coarse- and mixed-grained masonry floors, and backfilling natural stone and mixed masonry that sees occasional dampness — work where the grout has to behave like a masonry material, not a structural concrete one.

The technical insight

The number worth understanding on this data sheet is the dynamic E-modulus: 5,800 N/mm² at 28 days. Ordinary structural cementitious grouts and repair mortars typically sit an order of magnitude stiffer — often 20,000 to 30,000+ N/mm². When a stiff grout is injected into a comparatively soft, old lime-and-stone wall, the grout core ends up carrying a disproportionate share of any subsequent movement (thermal cycling, minor settlement, moisture-driven expansion), and because it barely flexes, that stress concentrates at the interface with the surrounding stone — which is exactly where new hairline cracks then appear, undoing the “repair.” Oxal VP I T’s trass-lime-cement binder deliberately keeps stiffness low so the cured grout deforms in closer step with the masonry around it, spreading movement out instead of fighting it. Trass itself — a natural pozzolan — contributes to that low-alkalinity, sulphate-resisting chemistry (EN 197 part 1) while also reducing the free lime that can otherwise leach out and stain historic stone faces. It’s the same reasoning that underpins traditional lime-pozzolan mortars used for centuries in masonry conservation, translated into a pumpable, factory-controlled, one-component product.

Where it is used

  • Consolidation grouting of natural stone masonry walls, forts and heritage facades
  • Filling voids and cavities behind stone cladding, veneers and multi-layered masonry skins
  • Backfilling and low-pressure injection grouting of rubble-core masonry walls
  • Stabilising coarse- and mixed-grained masonry floors ahead of restoration
  • Crack and void injection in mixed masonry built from combined stone and brick
  • Pre-restoration consolidation of masonry ahead of repointing or replastering works
  • Grouting of masonry retaining walls and structures that see periodic, non-permanent water saturation
  • Void filling around anchors and dowels set into stone during conservation repairs

Key advantages

  • Trass-lime-cement chemistry is compatible with old lime-bound masonry, avoiding the stiffness mismatch that plain OPC grouts cause in heritage stonework
  • Very low dynamic E-modulus (5,800 N/mm²) lets the cured grout flex with natural stone and old masonry instead of forming a hard, crack-prone inclusion
  • Chloride-free formulation is safe around embedded iron cramps, dowels and reinforcement in old masonry
  • High sulphate-resisting binder per EN 197 part 1 suits masonry exposed to damp ground salts and occasional water saturation
  • One-component product — only water is added on site, with no resin, hardener or accelerator to proportion and risk getting wrong
  • Good flowability and low viscosity make it genuinely pumpable at low pressure through narrow packers, which matters when the substrate is fragile
  • Roughly 60-minute working time at +20°C gives crews a realistic window for careful, low-pressure filling instead of a rushed pour
  • 12-month shelf life in unopened bags simplifies stocking on phased conservation projects where work fronts open up over weeks, not days

Limitations & considerations

  • Machine-mixing only — the manufacturer explicitly disallows hand mixing and part-batch mixing, so a pan or forced-action mixer must be arranged on site even for small jobs
  • Comparatively modest strength (mortar class M5, ~9.5 N/mm² compressive at 28 days) — it stabilises and fills masonry voids but is not a structural repair mortar for load-bearing concrete elements
  • Injection pressure is capped at 5 bar via worm pumps, which rules it out for high-pressure grouting of dense concrete or deep structural crack injection
  • Working time (~60 minutes at +20°C) shortens further in peak Indian summer heat, demanding tighter batch discipline and possibly early-morning or evening placement
  • Best results depend on a proper pre-injection survey and injection concept, as the manufacturer itself recommends — this is a specialist conservation-contractor product, not a casual DIY fix
  • Sold only in 30 kg bags with no smaller pack, so very small heritage patch-repair jobs may see some material wastage

Selection & best practice

Treat this as an engineered injection sequence, not a mix-and-pour job. Start with the manufacturer’s own recommendation: inspect the structure and map the cracks or leaking areas first, and prepare a proper injection concept before drilling a single packer hole. Clean all crack and cavity edges down to sound material, removing dust, loose particles and oil with dry, oil-free compressed air — any residual grease or laitance will weaken the bond. Mix only in a pan mixer or forced-action (double) mixer; hand mixing and mixing partial bag quantities are explicitly disallowed by MC-Bauchemie because they don’t reliably achieve a lump-free suspension at the correct 30 kg : 13–14 litre water ratio. Mix for a minimum of three minutes, and once mixed, keep the suspension in constant motion by slow stirring or recirculating pumping — it must never be left to stand. Inject through worm (screw) pumps at a maximum of 5 bar, using packers with no flow resistance or flexible injection hoses, working from the lowest point upward to displace air ahead of the grout front. Respect the roughly 60-minute working time at +20°C (shorter in Indian summer heat) and never re-temper grout that has begun to set by adding more water or fresh powder — discard it and mix a fresh batch instead.

Specifications

Chemistry / Binder System Trass-lime-cement (pozzolanic), one-component
Fresh Mortar Density 1.84 kg/dm³
Compressive Strength (28 days) 9.5 N/mm² (flexural: 3.6 N/mm²)
Strength Class Equivalent to mortar class M5 per EN 998 part 2
Dynamic E-Modulus (28 days) 5,800 N/mm²
Mixing Ratio 30 kg powder : 13–14 litres water (p.b.w.)
Application / Working Time approx. 60 minutes at +20°C, constant stirring/pumping
Application Temperature +5°C to +30°C (air / material / substrate)
Pack Size, Yield & Standard 30 kg bag yields approx. 22 litres; sulphate-resisting binder per EN 197 part 1

Industry use cases

Heritage & Conservation

Consolidation grouting of sandstone and rubble-masonry forts, havelis and colonial-era structures across Rajasthan and Delhi NCR, where matching the grout’s stiffness to the original stone is essential to the conservation approach.

Religious & Institutional Structures

Stabilising old stone temple plinths, boundary walls and masonry structures that need void-filling without disturbing carved or dressed stone faces.

Residential Retrofit

Consolidating old rubble-stone load-bearing walls in older Delhi NCR colonies and havelis before renovation, extension or seismic strengthening works begin.

Retaining Walls & Basements

Grouting voids in stone or mixed-masonry retaining walls that see periodic dampness or seepage, where the sulphate-resisting binder adds durability.

Adaptive Reuse of Industrial Heritage

Stabilising old stone-and-brick composite mill, warehouse or godown structures being adaptively reused, ahead of new floor loads or services being introduced.

Frequently asked questions

Is Oxal VP I T only for natural stone, or can it be used on brick and mixed masonry too?
It’s formulated primarily for natural stone masonry but the official technical data sheet lists mixed and multi-layered masonry as a covered application, so composite stone-and-brick walls are within scope as long as the masonry is non-permanently water-saturated.
Do we need a resin injection pump for this product?
No. Oxal VP I T is a cement-based (trass-lime-cement) suspension applied with an ordinary worm/screw pump at low pressure, capped at 5 bar — not the specialised high-pressure equipment used for epoxy or PU resin injection.
Is it safe to use near embedded iron cramps or reinforcement in old masonry?
Yes, it is formulated chloride-free specifically so it doesn’t accelerate corrosion of any embedded metal fixings, which is a real risk with ordinary chloride-bearing cement grouts.
Can this replace a structural repair mortar for a damaged concrete beam or column?
No. At mortar class M5 (roughly 9.5 N/mm² compressive strength at 28 days) it’s a masonry stabilisation and void-filling grout, not a structural repair mortar — for load-bearing concrete repair you need a purpose-built structural repair mortar, not an injection grout.
How much water goes into a bag, and how far does one bag go?
Each 30 kg bag takes approximately 13 to 14 litres of water and yields approximately 22 litres of ready grout, though actual water demand can vary slightly with ambient conditions, as with any cement-bound product.
Once mixed, how long do we have before the grout has to be discarded?
Roughly 60 minutes at +20°C provided it’s kept in constant motion by stirring or pumping; in hotter site conditions expect that window to shrink, and any grout that has started to set must be discarded, never re-mixed with extra water.

How we position MC-Bauchemie Oxal VP I T

Within MC-Bauchemie’s own Oxal range, Oxal VP I T sits at the natural-stone-friendly, low-E-modulus end of the family. Space Arc also stocks Oxal VP III HS, a highly sulphate-resistant, limestone-powder-free grout from the same range better suited to more aggressive sulphate-groundwater exposure where its extended application time and re-alkalising properties add value; project teams unsure which variant fits their masonry and exposure conditions should talk to Space Arc’s technical desk before ordering, since the two are not interchangeable. Looking outside the MC-Bauchemie stable, Fosroc’s closest offerings — Conbextra GP (general-purpose non-shrink cementitious grout) and its structural crack-injection resins — serve machine-base and structural-crack markets rather than heritage masonry consolidation, and neither is built on a trass-lime pozzolanic chemistry; a specifier choosing between them should do so on application fit (bedding/anchoring versus stone-masonry stabilisation) rather than treating them as swappable. For genuine natural-stone and heritage masonry consolidation work, Oxal VP I T’s combination of low stiffness and sulphate-resisting, chloride-free binder remains a fairly specialist choice without a like-for-like equivalent in most competing ranges.

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Authorised distribution, technical advice & professional application across Delhi NCR and Pan-India.


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